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Seismic performance assessment of base-isolated tall pier bridges using friction pendulum bearings achieving resilient design

Author(s): ORCID


Medium: journal article
Language(s): English
Published in: Structures, , v. 38
Page(s): 618-629
DOI: 10.1016/j.istruc.2022.02.032
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1016/j.istruc.2022.02.032.
  • About this
    data sheet
  • Reference-ID
    10658889
  • Published on:
    17/02/2022
  • Last updated on:
    17/02/2022
 
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